Using Civil 3D 2013. I've exported my Civil 3D points to an SDF and then to a shapefile. I cant get the "Z" elevation to come with it. Northing and Easting is correct, only problem is that is holds a zero elevation. how I can get the elevations to show correctl in the shapefile?
View 9 RepliesI have a question about exporting a 2d drawing to a Shapefile. I have checked out the Help file supplied with AutoCAD Civil #D 2013.
View 6 Replies View RelatedAny way to get an expression that calculated the difference between two points and pick up the results as point elevation.
View 5 Replies View RelatedI have a number of 3D polylines that where exported from SDF previously created. They have numerous vertices, each one with a given elevation.
How can I create/highlight the higher and/or lower point in each 3D polyline??
A different solution would be automatically breaking these polylines in slope changing points (i.e. high or low points).
I understand that i can create points according to slope or elevation, but it has to be done manually, each poly at a time, and by tipping numeric values that i am sure that a powerfull software (as Civil 3D is) is able to calculate using the drawing information.
I have a rather odd situation. I have input a small table of survey points (we don't have access to a data collector, so it had to be manual).
I have a properly located and back-sited setup, with all of the points located in 3 dimensions.
The Northing/Easting/Elevation data is calculated and displayed for all of the points in the "observations" table accurately.
Every point has the same display/labeling properties/settings, but only 2 points properly display the elevation as calculated.
The problem seems to be that the points aren't accurately retrieving the Elevation from the table.
For some reason, in the “Properties” dialogue for the points that display properly, the “Point Elevation” field actually contains a number; whereas the points that don’t, the same field reads “*PROPERTY NOT SET*”.
This makes no sense, because in the table that defines the points, the elevation is accurate for all of the points, and I can’t find a difference in the table- or in the point properties- between the correctly displayed points, and the ones that are missing the elevation label.
I recently upgraded from Civil 3D 2009 to Civil 3D 2014. In Civil 3D 2009 I was able to set the point style 3D modeling to flatten the point to a 0.00 elevation. In doing this I could move the point around freely using the nod grip without the elevation changing weather I used object snap or just freehand placed the point.
For some reason with 2014 when I grab the nod grip it changes the elevation to 0.00 as soon as I move it from the location it currently sits despite the fact that everything is set the same as it was setup for 2009. Is there a setting that I need to change to fix this or is there a new way to go about moving the point without using a bunch of different commands.
I've got a drawing that shows the site boundary for a planning application, its just a polyline drawn round xref mapping. A client wants us to export this to a shapefile, or as ESRI format I've heard (its all a bit vague). I believe they want to have it as a Mapinfo layer.
The client has sent through some 'instructions' that are I've never even heard of ESRI format before.
When creating surface profile Is civil 3D use interpolation to get elevation of unknown (points which not having elevation data) points?
Or just join elevations which have elevation data(input data)?
AutoCAD Civil 3D 2012 SP 2
How to change the number of decimal places of the elevation of points?
as the points are labeled with their elevations, I couldn’t find how the number of the decimal places of the elevation be chosen. In this case, I wanted to let the number of the decimal places to be zero.
How to set the number of the decimal places to be zero or 1, for example? how to sepcify it height (size)?
Screenshot below.
Can you manually create a new cogo point and have it pick up the elevation from a 3D entity that you snap to?
I found this thread from 2010 that says no at that time.
[URL]
Is this still not possible with C3D 2013?
My workflow consists of building a point cloud object from a LAS file, filtering it for ground data, and and building a surface object with it. Breaklines are inserted into a surface object, and then the surface object is exported to a DEM file to be used in a GIS application. The problem is that Civil 3D rounds the elevations to 1-foot intervals, even when the file is structurally floating point. How to override this rounding to get floating point values that reflects the original data?
View 7 Replies View RelatedC3D 2012 SP3 on Win 7 Pro:
I have an alignment with horizontal PVI points that are coincidental with COGO points. I want to display in a profile view, a surface elevation at the alignment PVI points in a band style. Is it possible to do this? If so, how?
I am trying to create an elevation label that will give me the spot elevation followed by the letters "TC" and then on the line below subtract 4 inches from the elevation followed by the letters "BC". It's easy enogh to add the letters but the simple equation of elevation - 4 inches eludes me.
View 3 Replies View RelatedWhen I snap a point to an object, the point takes on the elevation of the object. I would rather the point's elevation stay as is.
-changing osnapz variable
-latest civil 3d service pack
A few weeks ago I did not have this problem but once my computer was switched to the company's global server and c3d was reinstalled the problem appeared. Furthermore (post switchover), when a colleage of mine prepared a simple test drawing with just a line and a point, he was able to snap to that line without the point changing elevation. When he sent that drawing to me and I tried snapping the point to the object, the same problem occured with the point taking the elevation of the line object. I suspect it is a system variable issue
i have some existing drainage pipe and structures in a base plan that i need to change the invert (which is the easy part) and the top elevation to the existing top elevation that does not meet the minimum presect in civil 3d 2012 is there a way to change these min. to match my exisitng elevation for example i have a catch basin invert is 15.45 top is 17.56 with a 18" rcp the cover will be less than 12" and i need to change this.
View 3 Replies View RelatedAny method for exporting an alignment as a shapefile in C3D 2011?
View 9 Replies View RelatedWhat is the setting that will keep the last elevation entered when creating points?
View 0 Replies View RelatedHow to export Civil3D pipe network with Object Data as Shapefile.
Any code snippets?
I'm using the FILTER command to do this. I've added elevations 410, 420, 430, ect to the list, with a ** Begin AND at the start of the list, and a ** end AND at the end. Nothing gets selected.
Civil 3D 2013
Windows 7 64-bit
Xeon W3550 3.07 GHz
Nvidia Quadro 4000
12.0 GB RAM
I have thousands of polygons (and circles) which represent 2D foundation detail.
I have XY Location data (XLS, CSV etc) and Z's for the tops and bottoms of all these objects. (and hence, AutoCAD points)
I have used SHP data before (for the building footprints, and tops) whereby the top and base data is included in the data and I have use mapimport with change properties to thicken polylines and create quick 3D objects above ground.(This was created by others using a method similar to what I want, but in a competitors GIS...)
I need to do the same with the footings.
How can I create a "search" that says - for each polygon, look for a single point inside, and report its elevation and attached that to the polygon as data? Or, create a SHP of all these polygons with RL data queried of the internal point.
The points arent necessarily at centroid, which could be an issue. (Most are, however)
There is no keyID data between the polys and the points (so data joins wont work)
A friend did this very quickly for me in an ESRI Package, surely MAP can do the same!?
Map 3D 2012, and a monstrously powerful CAD workstation... just, er, not the knowledge to yet pull this off.
I am working on a flood inundation, I would like to find a lisp or command(i'm not finding) to connect two points with a given elevation following the surface file or surface entities.
here is a small section as example right now it's just guesswork, some of these have taken a week to connect all the sections.
I had to create a boundary map and place points to all corners. How to export these newly created points back into my data collector (Ranger) and also I'm trying to figure out how to print out a points list.
I stumbled on to this thread but I guessing that it's a different CAD year because my modify tab doesn't look like this. URL.....
I have a large surface (over 1.5 million points and 20 000hectares)
I need to get a point file .csv from the TIN to be able to use it in another program.
-so i've extracted the points from my surface, but they are Autocad points.
-next step is to convert them to civil 3d points.
-I can not select them all when converting them or my computer crashes.
-so i select about 25 000 at a time, the converting takes roughly 10 minutes.
and i have over 1.5 million points to do.
how can i speed this up.
will more ram useful?
I have recieved a file with many points and would like to convert them into COGO points in Civil 3D. The problem is; I would like to keep the hole ID's as I convert, I've made a few conversions and lose the hole ID every time (not showing in Name or Description). Is there a seting I am missing to keep these? My aim to to organize the COGO points in different point groups.
View 3 Replies View RelatedI have 3 dynamic blocks with attributes representing pipes and pits in AutoCAD Map. When I export to MapInfo, MapInfo only shows points for the blocks with attributes. I think Im missing a step in the process?
View 3 Replies View RelatedI have a couple points that were part of an import event (data from a previous project) which I want to assign as control points for an incoming traverse, is there any way to assign those as control points? I can't seem to find a way to do that other than perhaps re-importing the specific points as control points and overwriting the existing ones.
View 2 Replies View RelatedI have a project that was started by leaving all the survey data inside the "All Points" group. So, I'm concerned that when I enter my as built survey points, that even if I put them into their own group, that the original surface will still look at them and just rebuild to my asbuilt data, effectively cancel out the purpose of the asbuilt survey. Will this happen?
I want to take the original points and put them into a group of their own, but I don't know if that will affect anything or not? I have several wetlands already designed on that surface with volume calcs already done too.
What should I do?
How to export points that i have plotted into a text file using autocad 2013? I've tried to look on the internet and it seems you can download plug ins but i don't know if those are safe to use.
View 3 Replies View RelatedTrying to export points to a csv with the object data that is attached to the point. I can use this and it works great for smaller projects, but crashes every time when I try to export a larg amount of points. The most it has successfully exported was 9000 points but on average it usually will get to 3000 points before i get a fatal error and everything crashes.
Dim CSV_FileName As String = Nothing
' navigate to the point text csv file using a file dialog
Dim dlg As New System.Windows.Forms.SaveFileDialog()
dlg.InitialDirectory = "C:"
[Code] .......
Any way using autoCAD LT 2014 to get CAD to display the elevation heights of survey points without having to type the heights in text bozes next to each individual point. i can insert a field which displays the elevation of the point but doing this again i would have to do every point individually.
Another words is there a way to select all the survey points required and get CAD to display a certain property, which in my case is the elevation height of that survey point, next to it? so it looks like x 23.35 x 23.57 etc..
I need to export points from a plot in ASCII with the following format:
x_initial y_initial z_initial x_final y_final z_final radio type
This is for a substation grounding design.
A and B are the initial and final points of the 1st line.